Análise dos parâmetros do modelo hidrossedimentológico SWAT na bacia hidrográfica do Córrego Samambaia, Goiânia- GO
Autor(a) principal: | |
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Data de Publicação: | 2015 |
Tipo de documento: | Dissertação |
Idioma: | por |
Título da fonte: | Repositório Institucional da UFG |
dARK ID: | ark:/38995/0013000002f5v |
Texto Completo: | http://repositorio.bc.ufg.br/tede/handle/tede/5154 |
Resumo: | Hydrological models have been a enough useful tool to management and decision-making support in river basin water resources planning since they are able to reproduce discharges and transport of sediments as well as to simulate different scenarios of land use and water quality. The main objective of this study is to perform the hydrossedimentological modeling of the Samambaia river basin Stream by applying the software SWAT. The study area is located in the north of the city of Goiânia and it has undergone an intense process of urbanization. Daily discharges and suspended sediment concentrations data were collected during 18 months in a specific section of the stream. The monitored data set has been used to analyze the influence of distinct parameters in the SWAT model adjustment. The results of the sensitivity analysis showed the parameters of soil evaporation compensation factor (Esco), threshold depth of water in the shallow aquifer required for return flow to occur (Gwqmn), available water capacity (Sol_Awc) and the depth of the soil layer (Sol_Z) as the most sensitive to simulations in terms of discharge, and the management practices and soil conservation parameter (Usle_P) to simulations in terms of suspended sediment concentrations. Best settings obtained for the precision statistics (Nash-Sutcliffe Coefficient - COE) were of 0.56 to 0.72 for calibration in terms of discharges and of 0.56 to 0.69 for calibration in terms of suspended sediment. The performance showed that the simulation with SWAT was adequate in relation to researches conducted in Brazil, whose values for model indicators are quite similar. |
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Soares, Alexandre Keplerhttp://lattes.cnpq.br/3620209642728740Soares, Alexandre KeplerSiqueira, Eduardo Queija deFerreira , Manuel Eduardohttp://lattes.cnpq.br/7102868220438579Silva, Bruna Ferreira da2016-01-28T11:49:25Z2015-11-04SILVA, B. F. Análise dos parâmetros do modelo hidrossedimentológico SWAT na bacia hidrográfica do Córrego Samambaia, Goiânia- GO. 2015. 134 f. Dissertação (Mestrado em Engenharia do Meio Ambiente) - Universidade Federal de Goiás, Goiânia, 2015.http://repositorio.bc.ufg.br/tede/handle/tede/5154ark:/38995/0013000002f5vHydrological models have been a enough useful tool to management and decision-making support in river basin water resources planning since they are able to reproduce discharges and transport of sediments as well as to simulate different scenarios of land use and water quality. The main objective of this study is to perform the hydrossedimentological modeling of the Samambaia river basin Stream by applying the software SWAT. The study area is located in the north of the city of Goiânia and it has undergone an intense process of urbanization. Daily discharges and suspended sediment concentrations data were collected during 18 months in a specific section of the stream. The monitored data set has been used to analyze the influence of distinct parameters in the SWAT model adjustment. The results of the sensitivity analysis showed the parameters of soil evaporation compensation factor (Esco), threshold depth of water in the shallow aquifer required for return flow to occur (Gwqmn), available water capacity (Sol_Awc) and the depth of the soil layer (Sol_Z) as the most sensitive to simulations in terms of discharge, and the management practices and soil conservation parameter (Usle_P) to simulations in terms of suspended sediment concentrations. Best settings obtained for the precision statistics (Nash-Sutcliffe Coefficient - COE) were of 0.56 to 0.72 for calibration in terms of discharges and of 0.56 to 0.69 for calibration in terms of suspended sediment. The performance showed that the simulation with SWAT was adequate in relation to researches conducted in Brazil, whose values for model indicators are quite similar.O uso de modelos hidrológicos tem sido uma alternativa bastante explorada para o planejamento e a tomada de decisão relacionados ao gerenciamento de bacias hidrográficas, por possibilitarem a estimativa de vazões, transporte de sedimentos e simulação de cenários sobre o uso do solo e qualidade da água. O principal objetivo deste trabalho é realizar a modelagem hidrossedimentológica da bacia hidrográfica do Córrego Samambaia por meio da aplicação do modelo SWAT. A área de estudo localiza-se na região norte da cidade de Goiânia e vem passando por um processo de urbanização intenso. Foram monitorados, durante 18 meses, vazões e concentração de sedimentos em suspensão diários em uma seção no curso d’água. Tais dados foram utilizados para a análise da influência de distintos parâmetros no ajuste do modelo SWAT. Os resultados da análise de sensibilidade apontaram que parâmetros de fator de compensação da evaporação do solo (Esco), profundidade limite de água no aquífero raso para ocorrer o fluxo de retorno (Gwqmn), capacidade de água disponível (Sol_Awc) e a profundidade da camada do solo (Sol_Z) como os mais sensíveis para as simulações em termos da vazão, e a prática de manejo e conservação do solo (Usle_P) para as simulações com ajuste em termos da concentração de sedimentos em suspensão. Os melhores ajustes obtidos nas estatísticas de precisão (Coeficiente de Nash-Sutcliffe - COE) foram de 0,56 a 0,72 para as simulações em termos da vazão e de 0,56 a 0,69 para as simulações em termos do sedimento em suspensão. O desempenho permitiu concluir que a simulação com o SWAT foi adequada em relação às pesquisas que têm sido realizadas no Brasil, cujos valores obtidos para os indicadores são semelhantes.Submitted by Cláudia Bueno (claudiamoura18@gmail.com) on 2016-01-27T16:49:12Z No. of bitstreams: 2 Dissertação - Bruna Ferreira da Silva - 2015.pdf: 4555183 bytes, checksum: 0ef2a345cd917eedfa28915f7328adb7 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5)Approved for entry into archive by Luciana Ferreira (lucgeral@gmail.com) on 2016-01-28T11:49:25Z (GMT) No. of bitstreams: 2 Dissertação - Bruna Ferreira da Silva - 2015.pdf: 4555183 bytes, checksum: 0ef2a345cd917eedfa28915f7328adb7 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5)Made available in DSpace on 2016-01-28T11:49:25Z (GMT). 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dc.title.por.fl_str_mv |
Análise dos parâmetros do modelo hidrossedimentológico SWAT na bacia hidrográfica do Córrego Samambaia, Goiânia- GO |
dc.title.alternative.eng.fl_str_mv |
Model parameters of analysis hydrosedimentological SWAT watershed in Stream Samambaia, Goiânia - GO |
title |
Análise dos parâmetros do modelo hidrossedimentológico SWAT na bacia hidrográfica do Córrego Samambaia, Goiânia- GO |
spellingShingle |
Análise dos parâmetros do modelo hidrossedimentológico SWAT na bacia hidrográfica do Córrego Samambaia, Goiânia- GO Silva, Bruna Ferreira da SWAT Sedimento em suspensão Vazão Análise de sensibilidade SWAT Suspended sediment Discharge Sensitivity analysis ENGENHARIA SANITARIA::SANEAMENTO AMBIENTAL ENGENHARIA SANITARIA::RECURSOS HIDRICOS |
title_short |
Análise dos parâmetros do modelo hidrossedimentológico SWAT na bacia hidrográfica do Córrego Samambaia, Goiânia- GO |
title_full |
Análise dos parâmetros do modelo hidrossedimentológico SWAT na bacia hidrográfica do Córrego Samambaia, Goiânia- GO |
title_fullStr |
Análise dos parâmetros do modelo hidrossedimentológico SWAT na bacia hidrográfica do Córrego Samambaia, Goiânia- GO |
title_full_unstemmed |
Análise dos parâmetros do modelo hidrossedimentológico SWAT na bacia hidrográfica do Córrego Samambaia, Goiânia- GO |
title_sort |
Análise dos parâmetros do modelo hidrossedimentológico SWAT na bacia hidrográfica do Córrego Samambaia, Goiânia- GO |
author |
Silva, Bruna Ferreira da |
author_facet |
Silva, Bruna Ferreira da |
author_role |
author |
dc.contributor.advisor1.fl_str_mv |
Soares, Alexandre Kepler |
dc.contributor.advisor1Lattes.fl_str_mv |
http://lattes.cnpq.br/3620209642728740 |
dc.contributor.referee1.fl_str_mv |
Soares, Alexandre Kepler |
dc.contributor.referee2.fl_str_mv |
Siqueira, Eduardo Queija de |
dc.contributor.referee3.fl_str_mv |
Ferreira , Manuel Eduardo |
dc.contributor.authorLattes.fl_str_mv |
http://lattes.cnpq.br/7102868220438579 |
dc.contributor.author.fl_str_mv |
Silva, Bruna Ferreira da |
contributor_str_mv |
Soares, Alexandre Kepler Soares, Alexandre Kepler Siqueira, Eduardo Queija de Ferreira , Manuel Eduardo |
dc.subject.por.fl_str_mv |
SWAT Sedimento em suspensão Vazão Análise de sensibilidade |
topic |
SWAT Sedimento em suspensão Vazão Análise de sensibilidade SWAT Suspended sediment Discharge Sensitivity analysis ENGENHARIA SANITARIA::SANEAMENTO AMBIENTAL ENGENHARIA SANITARIA::RECURSOS HIDRICOS |
dc.subject.eng.fl_str_mv |
SWAT Suspended sediment Discharge Sensitivity analysis |
dc.subject.cnpq.fl_str_mv |
ENGENHARIA SANITARIA::SANEAMENTO AMBIENTAL ENGENHARIA SANITARIA::RECURSOS HIDRICOS |
description |
Hydrological models have been a enough useful tool to management and decision-making support in river basin water resources planning since they are able to reproduce discharges and transport of sediments as well as to simulate different scenarios of land use and water quality. The main objective of this study is to perform the hydrossedimentological modeling of the Samambaia river basin Stream by applying the software SWAT. The study area is located in the north of the city of Goiânia and it has undergone an intense process of urbanization. Daily discharges and suspended sediment concentrations data were collected during 18 months in a specific section of the stream. The monitored data set has been used to analyze the influence of distinct parameters in the SWAT model adjustment. The results of the sensitivity analysis showed the parameters of soil evaporation compensation factor (Esco), threshold depth of water in the shallow aquifer required for return flow to occur (Gwqmn), available water capacity (Sol_Awc) and the depth of the soil layer (Sol_Z) as the most sensitive to simulations in terms of discharge, and the management practices and soil conservation parameter (Usle_P) to simulations in terms of suspended sediment concentrations. Best settings obtained for the precision statistics (Nash-Sutcliffe Coefficient - COE) were of 0.56 to 0.72 for calibration in terms of discharges and of 0.56 to 0.69 for calibration in terms of suspended sediment. The performance showed that the simulation with SWAT was adequate in relation to researches conducted in Brazil, whose values for model indicators are quite similar. |
publishDate |
2015 |
dc.date.issued.fl_str_mv |
2015-11-04 |
dc.date.accessioned.fl_str_mv |
2016-01-28T11:49:25Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/masterThesis |
format |
masterThesis |
status_str |
publishedVersion |
dc.identifier.citation.fl_str_mv |
SILVA, B. F. Análise dos parâmetros do modelo hidrossedimentológico SWAT na bacia hidrográfica do Córrego Samambaia, Goiânia- GO. 2015. 134 f. Dissertação (Mestrado em Engenharia do Meio Ambiente) - Universidade Federal de Goiás, Goiânia, 2015. |
dc.identifier.uri.fl_str_mv |
http://repositorio.bc.ufg.br/tede/handle/tede/5154 |
dc.identifier.dark.fl_str_mv |
ark:/38995/0013000002f5v |
identifier_str_mv |
SILVA, B. F. Análise dos parâmetros do modelo hidrossedimentológico SWAT na bacia hidrográfica do Córrego Samambaia, Goiânia- GO. 2015. 134 f. Dissertação (Mestrado em Engenharia do Meio Ambiente) - Universidade Federal de Goiás, Goiânia, 2015. ark:/38995/0013000002f5v |
url |
http://repositorio.bc.ufg.br/tede/handle/tede/5154 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.program.fl_str_mv |
1009702091972874847 |
dc.relation.confidence.fl_str_mv |
600 600 600 600 600 |
dc.relation.department.fl_str_mv |
724087251626315585 |
dc.relation.cnpq.fl_str_mv |
8018064043757118887 162673199464443160 |
dc.relation.sponsorship.fl_str_mv |
2075167498588264571 |
dc.rights.driver.fl_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ |
eu_rights_str_mv |
openAccess |
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application/pdf |
dc.publisher.none.fl_str_mv |
Universidade Federal de Goiás |
dc.publisher.program.fl_str_mv |
Programa de Pós-graduação em Engenharia do Meio Ambiente (EEC) |
dc.publisher.initials.fl_str_mv |
UFG |
dc.publisher.country.fl_str_mv |
Brasil |
dc.publisher.department.fl_str_mv |
Escola de Engenharia Civil - EEC (RG) |
publisher.none.fl_str_mv |
Universidade Federal de Goiás |
dc.source.none.fl_str_mv |
reponame:Repositório Institucional da UFG instname:Universidade Federal de Goiás (UFG) instacron:UFG |
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Universidade Federal de Goiás (UFG) |
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UFG |
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UFG |
reponame_str |
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Repositório Institucional da UFG |
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bitstream.checksum.fl_str_mv |
0ef2a345cd917eedfa28915f7328adb7 bd3efa91386c1718a7f26a329fdcb468 4afdbb8c545fd630ea7db775da747b2f ef48816a10f2d45f2e2fee2f478e2faf 9da0b6dfac957114c6a7714714b86306 732d4878904a10d23f1f2a3baaecf0d6 cc73c4c239a4c332d642ba1e7c7a9fb2 |
bitstream.checksumAlgorithm.fl_str_mv |
MD5 MD5 MD5 MD5 MD5 MD5 MD5 |
repository.name.fl_str_mv |
Repositório Institucional da UFG - Universidade Federal de Goiás (UFG) |
repository.mail.fl_str_mv |
tasesdissertacoes.bc@ufg.br |
_version_ |
1815172534612525056 |